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Geotechnical Zoning of Mexico Valley Subsoil

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Geotechnical Zoning of Mexico Valley Subsoil Ingeniería Investigación y Tecnología, volumen XVII (número 3), julio-septiembre 2016: 297-308 ISSN 1405-7743 FI-UNAM (artículo arbitrado) Geotechnical Zoning of Mexico Valley Subsoil Zonificación geotécnica del subsuelo del Valle de México Juárez-Camarena Moisés Instituto de Ingeniería, UNAM E-mail: [email protected] Méndez-Sánchez Edgar Instituto de Ingeniería, UNAM Auvinet-Guichard Gabriel E-mail: [email protected] Instituto de Ingeniería, UNAM E-mail: [email protected] Información del artículo: recibido: mayo de 2014, aceptado: enero de 2016 Abstract A new geotechnical zoning map for the subsoil of Mexico Valley is presen- ted. This proposal is based on a Geographic Information System for Geote- Keywords: chnical Borings (GIS-GB), which contains over 10000 soil profiles. In addition to the geotechnical information, available topographic and geological data • subsoil on the studied area were taken into account. Geostatistical techniques were • borings used to assess the spatial distribution of the thickness of the lacustrine clay • Geographic Information deposits within the area down to the so-called deep deposits. As a result, a System contour map was obtained that was used to update the current geotechnical • Mexico Valley zoning map for Mexico Valley. It has been proposed to include this new map • Geostatistics into the Building Code for the Federal District (Mexico City). • correlogram • estimation • variance of estimation • Kriging • mapping • geotechnical zoning Geotechnical Zoning of Mexico Valley Subsoil Resumen Se presenta una nueva zonificación geotécnica para el subsuelo del valle de México. Esta propuesta se basa en un Sistema de Información Geográfica para sondeos geo- Descriptores: técnicos (SIG-GB), que almacena más de 10000 perfiles de suelo. Además de la infor- mación geotécnica, se tomaron en cuenta los datos topográficos y geológicos • subsuelo disponibles relativos a la zona estudiada. Se aplicaron técnicas geoestadísticas para • sondeos evaluar la distribución espacial del espesor de los depósitos arcillosos del área hasta • Sistema de Información los llamados depósitos profundos. Como resultado se obtuvo un mapa de contornos Geográfica que se utilizó para actualizar la zonificación geotécnica para el Valle de México. Se • Valle de México ha propuesto que este nuevo mapa de zonificación geotécnica se incorpore en el nue- • Geoestadística vo Reglamento de Construcciones para el Distrito Federal. • correlograma • estimación • varianza de estimación • Kriging • mapeo • zonificación geotécnica Introduction Location of study area The numerous geotechnical borings performed in the The study presented in this paper is focused on the area urban area of Mexico City can be used to obtain a better shown in Figure 1. It includes parts of political delega- knowledge of the subsoil and for improving the accura- tions Álvaro Obregón, Azcapotzalco, Benito Juárez, cy of the existing geotechnical zoning map for regula- Cuauhtémoc, Gustavo A. Madero, Iztacalco, Miguel tory purposes of construction (GDFa, 2004; GDFb, Hidalgo and Venustiano Carranza in the Distrito Fede- 2004). ral and municipalities of Naucalpan, Ecatepec, Neza- To take advantage of the available information, hualcoyotl, Tlalnepantla in the Estado de Mexico computational and informatics tools, such as Geogra- (Figure 1). phical Information Systems as well as powerful mathe- matical tools based on Geostatistics have been used. Basic information Geographic Information Systems are useful to organize geotechnical information for fast and easy reviewing. To characterize the geological formations and soil de- On the other hand, Geostatistics, defined as the applica- posits typical of Mexico Valley subsoil, it was conside- tion of random functions theory to the description of red necessary to collect data of very different nature the spatial distribution of properties of geological mate- and to integrate and present this information in synthe- rials, provides valuable tools for estimating data such tized form. as thickness of a specific stratum, or local value of a gi- ven soil property, taking into account the correlation Topography structure of the medium. Additionally, uncertainty as- sociated to these estimations can be quantified. Figure 2 shows a Shaded Relief Model (SRM) illustrating In recent years, several studies dealing with the the topographic configuration of the area. The model subsoil characterization for different areas within was built from the electronic data edited by Instituto the Valley of Mexico have been published. In that Nacional de Estadística Geografía e Informática (INE- studies, Geostatistical methods have been widely GI, 2010). used to assess the spatial distribution of geotechnical Mexico Valley is a former lacustrine area limited by properties (Jiménez, 2007; Valencia, 2007; Hernández, large topographic elevations: Sierra de Las Cruces, Mon- 2013; Eyssautier, 2014; Juárez, 2014). The results of the- te Alto and Monte Bajo to the west reaching an altitude se works have been taken into account in the geote- of up to 3600 m, Sierra de Guadalupe to the north rea- chnical zoning proposed in this paper. ching an elevation of 2960 m, the eastern Sierra Nevada 298 Ingeniería Investigación y Tecnología, volumen XVII (número 3), julio-septiembre 2016: 297-308 ISSN 1405-7743 FI-UNAM Juárez-Camarena Moisés, Auvinet-Guichard Gabriel, Méndez-Sánchez Edgar Figure 1. Location of study area Figure 2. Topographic model for the study area Ingeniería Investigación y Tecnología, volumen XVII (número 3), julio-septiembre 2016: 297-308 ISSN 1405-7743 FI-UNAM 299 Geotechnical Zoning of Mexico Valley Subsoil On the west side, the Sierra de las Cruces range is constituted by a line of large volcanoes oriented from NW to SE; the final activity of these volcanoes was of explosive type lea- ding to the formation of extensive volcanic fans constituted by pyro- clastic materials (T) associated with that activity. On the east side, the Sierra de San- ta Catarina range is formed by a line of volcanoes oriented in the WE di- rection; those are very young volca- noes, so that their eruptive products are lavas (Qv) that are interbedded with alluvial (Qal) and lacustrine (Ql) deposits. Finally, in the south, the Sierra Chichinautzin range is an extensive volcanic field of the quaternary formed of many individual bo- dies, whose volcanic products, mainly lavas (Qv), form a huge mass of rock that separates the Mexico basin from the Cuernava- ca valley. Geographic information system for geotechnical borings Figure 3. Geology of the study area (Mooser, 1996) To assess the configuration of typical layers of the subsoil it was taken ad- and the Sierra de Chichinautzin to the south reaching vantage of the profiles of geotechnical borings provided an altitude of 3800 to 3900 m. Within the valley, some by public institutions and private contractors. These bo- isolated volcanic domes such as Peñón de los Baños rings profiles have been incorporated into a Geographic (2288 m), Peñón del Marqués (2372 m), Cerro de la Estrella Information System developed by the Geocomputing (2443 m), Cerro de Xico (2348 m), Cerro de Tlapacoya Laboratory of Institute of Engineering, UNAM (Auvinet (2442 m) and those forming Sierra de Santa Catarina et al., 1995). (2482 m) protrude from the lacustrine area. The Geographic Information System for Geotechnical Borings (GIS-GB) for the study area has been built using ArcMap ver. 9.2 (commercial software). Nowadays, the Geology system includes a database with information on more Figure 3 shows a geological map of the area (Mooser et than 10000 borings (type, date, location, depth, water al., 1966). table level, etc.) and a database of images of geotechni- The central portion of the area consists of lacustrine cal profiles, which can be readily consulted (Figure 4). soft clay deposits (Ql), which are surrounded by allu- Incorporating information from the borings in the vial deposits (Qal) that also extend below the lacustrine system requires pre-processing: the information is criti- deposits. cally reviewed and converted from analog to digital North of the area, the Sierra de Guadalupe range is format of either raster (cell information) or vector (digi- formed mainly of andesitic and dacitic strato-volcanoes tized information) type. topped by acids domes that were formed in their final activity. 300 Ingeniería Investigación y Tecnología, volumen XVII (número 3), julio-septiembre 2016: 297-308 ISSN 1405-7743 FI-UNAM Juárez-Camarena Moisés, Auvinet-Guichard Gabriel, Méndez-Sánchez Edgar Figure 4. Geographic Information System for Geotechnical Borings Subsoil model Zone III. Lake, composed of potent deposits of highly compressible clay strata separated by sand layers with Vertical model varying content of silt or clay. These sandy layers are firm to hard their thickness varies from a few centime- The typical soil profile sequence in the lacustrine zone ters to several meters. The lacustrine deposits are often of Mexico City subsoil includes a thin superficial Dry covered superficially by alluvial soils, dried materials Crust (DC), a First Clay Layer (FCL) several tens of me- and artificial fill materials, the thickness of this package ters thick, a First Hard Layer (FHL), a Second Clay Layer can exceed 50 m. (SCL) and the so-called Deep Deposits (DD) (Marsal and Mazari, 1959). Theoretical concepts of geostatistics Horizontal model To define with better precision the boundary between zones II and III, a contour map for the thickness
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